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TABLE 4. SUMMARY OF CORING DATA FOR DOUEL BAR PLACEMENT STUDY **~**li***********************************~*~*************************=*****************:** *****************+= TEST PARAMETERS PROJECT DESCRIPTIOh’S AND DATA I.......... DOVS;.B;R.;;;;R;;R . . . . . . *..* . . . . . . . . . . . . . . . . . ..I...... * . . . . . . . . *. I I i(Nott: Dimensions for ail I - ~--...~--...........------------------i 1001-01-7s 1 I-90 I osn 1206-02-79 12/18 1 ROCK CD. 1 DANE CO. 12OL-w-72 USH 18/151 DANE CD. DOWEL BASKETS . . . . ..-...........I--.~............. i 5303-00-71 9202-02-76 1 usw 12/lL I STH 29/32 1 DANE CO. 1 BROWN CO. 1 9202-02-7 1 STH 29/32 1 BROw CO. measurements arc in inches.) t************************************* NUMBER OF OWELS TESTED *..***********************************~****.....*** VERTICAL IMEAN TRANSLATION STANDARD DEVlATIW (Average .-....._.-...-.I....... I depth of IMfKIM VALUE OBSERVED 1 douel) ~HAXIHUH VALUE OBSERVED 1 PAVED 1987 ***********t I w 4.31 I 0.46 . . . ..-e..... [ 3.34 1 5.56 1 PAVED 1988 i PAVED 1988 1 PAVED 1987 1 PAVED 1988 1 PAVED 198 *********** ************~************~************~*********~ I 90 ‘I 120 \ 90 I 90 I 9 ~******* i;g 4 ************~************~************~*********~ 1 1.L9 1 4.79 1 4.59 1 4.1 . 0.20 1 OA2 0.57 1 0.3 I .-.......-. . . . . . . . . . . . . I . . . . . . . . . . . . -I I . . . ..1...... 1 ..w.s..... I 3.97 i 3.97 3.50 f 2.81 1 6.06 1 4.M 1 5.81 1 s-84 1 ::: RANGE 2.22 2.09 1 0.91 [ 2.31 I I --*..-~....1......-.~-. I . . ..e....-.. . . . . ..--.... I I .--...-..I.. I . . . . ..-....- DEPTH SPECIFICATIONS 3.8?5*-lin.l 4.373+-lin. 3.930*-lin. 3.87%lin. I I ..-............-..I.... I . ..-..m...-. ...-B..se..s --..w-...... ..e...-..-.. I I IPERCENT OF OBSERVATIONSI I I I IEXCEEDING SPEClFlCATION~ I TOO SHALLW 02 22 I I TW DEEP I ID% I 34 0% I 3z p....*********************************~***..***..** ************1. m***********\**..******** 1 3.03 1 2.1. I . . . . . . . . ..I. I --........ C.375+-1in.I 1.37%li: --....-I-..- I II........ I ************ =i ~JERTICAL IMEAN ROTAT I ON ISTANDARD DEVIATION I (Difference I----------------------in depth ~HINl?IUM VALUE OBSERVED I between IMAXIMUM VALUE OBSERVED opposite .----.__.-.._.---._.-.- I ehds of IPERCENT OF OBSERVATIONS IEXCEEDING SPECIFICATIW I d0ue” I(diff. depth > 0.5 in.) II~**********************************~******III***(***~*******~I I I .--.-S.-..1. I s---*..s-e-. I I I x:: 1 .m...-.-.... 0.00 1 1.13 1 . . . ..-. I 10x I 0.19 I 0.15 1 0.14 1 0.13 1 I-w.-..-.--- -.-..---.... I 0.00 0.00 ( I 0.63 1 ":?.I. . ..I.. . ..-.. /*-..1--..... 3x' 5% I I ~***..**-~*.B.*..***** 0.16 0.17 1 0.33 0.18 I . . . ..m...... I . ..I....... 0.00 0.00 1 3.00 1.00 I *e.....--... I . . . i 6% &XI I ************l**********x O.ld 0.1: 0.01 0.6’ I RORIZOUTAL ROTATI W (DfffereMc in IMEAN STANDARD DEVIATION .~l--~~..--.._-.l---__I I -.--s-.--.-s 0.26 0.23 ..--a-...--- 0.25 0.31 1 . I I I transverse MINIM VALUE OBSERVED 0.W 0.00 I position betwen UAXIMM VALUE _-----_...-..-_1---.-.- OBSERVED 1.31 --.ww..-w... ..--w-.w.--- 2.na . -it* PERCENT OF OBSERVATIWS I ends of EXCEEDING SPECIFICATIW ID% a% 84 22a I dwell I (diff. trans.> 0.5 in.) I I I I I *****************************u*******)***** -* *******..*** I r***i******* *...*******. LONGITUDINAL IMEAN I 1.62 I 0.07 I ::: I 2.12 TRANSLATIW STANDARD DEVlATIW 1.31 0.6s (Longitudinal --_-__..._--___--.----- I I I I I 1.91 ~-~~~~~~-~-- --.~-~~-~-~- . .~~-~-~~.~~- .-o-B-..--*. offset lMINIHU4 VALUE OBSERVED 1 ;.t 0.00 0.00 0.00 I betueen ~MAXIIQM VALUE OBSERVED 1 . 3.31 ..s.-SW..-.- 9.00 w..wI-m..-Bw I s*ud joint -._---___-__-___-_----- -~-~--~-~-~~ ~~-~~~~~--~~ m and midpoint I PERCENT OF OBSERVATIWS of douel) EXCEEDING SPECIFlCATIW I I (offset * 3.0 in.) ************************************** I PERCENT OF DMLS WHICH WAD A SIGNIFICANT VOID OVER AT LEAST I ONE END OF THE DWEL ********************************************* I 17.31 I 8% tx 15%’ I I I **t**.....* ************ a I I 26% 34% 22% I I I ~**********************************************************=****** Note: Depth was measured from <strong>pavement</strong> surface to top of douel end. Transverse position YIS measured from edge of lane to center of doveI end. Longitudinal position was measured fraa center of saued joint to dowel end. 3.5.24 22%. I 20x‘ I ************ I **********: 1*********** ************ *********** I 1 I ox’ I 4 I 1 LO
.FICURE 1. COWEURAT?ON AND NuMBml; Of DOW&S fOR A fyplCAL ROADWAY SECTION I/ \ . . 3.5.25 m, \I
Page 1:
3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9
Page 4 and 5:
h. The most common types of pavemen
Page 6 and 7:
Fidh'X TECHSiC.AL .AL1L~!SC!?'r' T
Page 8 and 9:
F!-ih'.A TECHN1C.U XDI'IS3RY T 5010
Page 10 and 11:
TABLE 3. MAXIMUM RECOMMENDED TIEBAR
Page 12 and 13:
?%‘.4 TECHWIC.4L ADVISORY T 3040.
Page 14 and 15: . C ‘i!\‘*A . . T’ECHSIC4L .U
Page 16 and 17: CH!\‘.?l TECZSIC'.AL ADVISORY T 5
Page 18 and 19: TIEBAR PULL-OUT TESTS Proper consol
Page 20 and 21: '1iK.A TECHNICAL XDVISCIRY T 5040.3
Page 22 and 23: TECHNICAL PAPER 89-03 -- Benefits o
Page 24 and 25: critical, as the restraint forces d
Page 28 and 29: TECRWICAL PAPER 89-04 -- PREFORMED
Page 30 and 31: maximum expansion. This will allow
Page 32 and 33: When sealing a width of two lanes o
Page 34 and 35: BXAHPLB B: The State elects to chan
Page 36 and 37: References 1. l'Design and Control
Page 38 and 39: Based on Kansas Standard Plan 707.2
Page 41 and 42: SlJbJect- Dowel Bar Inserters Date
Page 43 and 44: Dowel Bar Placement: pechanical Ins
Page 45 and 46: TABLE OF CONTENTS Abstract . . . .
Page 47 and 48: In July of 1988 this need for addit
Page 49 and 50: _i -. Corinu Procedure: A metal det
Page 51 and 52: PLACEMENT TOLERANCE SPECIFICATIONS
Page 53 and 54: placing dowels in a satisfactory cl
Page 55 and 56: ar inserter. On the first inserter
Page 57 and 58: extensive searches if a problem is
Page 59 and 60: SUMMARY AND CONCLUSIONS (continued)
Page 61 and 62: TABLE 1. DESCRIPIIOR OF PROJECYS IW
Page 63: TABLE 3. RANDOM SAMPLING SEQUENCE F
Page 67: : __ APPENDIX A. DETAILED DATA FOR
Page 70 and 71: FHWA TECHNICAL ADVISORY T 5080.14 J
Page 74 and 75: FHWA TECiNICAL ADVISORY T 5080.14 J
Page 76 and 77: l.onghJdinal SECTION A-A onalmclion
Page 83: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. REFE
Page 86 and 87: CASE STUDY - CONTINUOUSLY REINFORCE
Page 88 and 89: serve as a leveling course, to corr
Page 90 and 91: v. Details of Field Review It was n
Page 92 and 93: practice, chloride contents above 1
Page 94 and 95: pavement is constructed, we also re
Page 96 and 97: Sing1 e Lane Longitudfnal Bat CRCP
Page 99 and 100: LATERAL LOAD DISTRIBCTION AND THE L
Page 101 and 102: PURPOSE This paper summarizes data
Page 103 and 104: .A thxd study was ?e?ormed 5~ :he S
Page 105 and 106: __. Table 2. Encroachments on outsi
Page 107 and 108: The results presented by Ezery :\*e
Page 109 and 110: from the siab edge. The number of t
Page 111 and 112: -1 5 13 19 25 31 37 43 49 55 51 6i
Page 113 and 114: .A ::cleoier:Cai ?'.'3iU2::0:: Oi 5
Page 116 and 117:
.M~&$iU~eTle~t!S and eStZbliSkfXl t
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Photos 5 k 6 - Two examples of wide
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0 ,A KC pavement that is widened 18
Page 122 and 123:
13. Gordon K. Ray, ‘Concrete Shou
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I-60 Lmqitudinal CrackFnq - l988 in
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ill operatfms were cm@etM by July 1
Page 129 and 130:
US. Deparmenr ol Transpoftarxx Fede
Page 131 and 132:
FHWA TECHNICAL ADVISORY T 5080.17 J
Page 133 and 134:
Page 135 and 136:
FHWA TECHKICAL ADVISORY T 5080.17 J
Page 137 and 138:
Page 139 and 140:
L 2 R'RWA TECEXICAL ADVISORY T 5080
Page 141 and 142:
Page 143 and 144:
Page 145 and 146:
FFIWA TECHNICAL ADVISORY T 5080.17
Page 147 and 148:
FHwA TECHNICAL ADVISORY T 5080.17 J
Page 149 and 150:
7i%iA TZCHKICAL ADVISCRY T 5C80.17
Page 151 and 152:
Page 153 and 154:
1. Platerials FHWA TECHNICAL ADVISO
Page 155 and 156:
3. Mixins B. Batchers (1) (2) (3) (
Page 157 and 158:
1. 2. 3. 4. 5. FHWA TECHNICAL ADVIS
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8. TEMPERATURE CONTROL FHWA TECHNIC
Page 161 and 162:
1. SUBBASE TRIYMING FHWA TECHNICAL
Page 163 and 164:
12. 13. 14. TRUCK REGUIREMENTS FHWA
Page 165 and 166:
16. THICKNESS TEST FHWA TECHNICAL A
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25. 26. (cl (d) FHWA TECHNICAL ADVI
Page 171:
IO IS 20 25 x> Air temp., OC To use
Page 174 and 175:
FHWA TECHNIC= ADVISORY T 5080.17 ju
Page 176 and 177:
FHWA TECHNICti ADVISORY T 5080.17 J
Page 179 and 180:
RSQUIREMENTS 1’. General Retireme
Page 181 and 182:
Page 183:
48Cl Sum&y of State Highway Practic
Page 186 and 187:
Quotatims (con’t~ (30); &lignment
Page 188 and 189:
We recognize that some States have
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